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TABLE 2:ANCHORS INSTALLEDTHROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH IN7EGRAL FIN ; <br /> Anchw g��ye Min.Edge �in.Embedment Anchor Substrate Mfn.Edge M1rt � � <br /> Qistance Didance Embedment , <br /> i <br /> #t0 SMS P.T.Souifiem Pine(SG--O. 6" 13/8" 2-tl2"x 137"Common Nail p T Southem Pine(SG=.55) 9/16' 2-7115 REINFORCENT TYPE A � <br /> (steel,18-8 S.S. Steel,A36 318" 0.050" Max.DP of 50.0 � <br /> or 410 S.S.) Steel Stud,A653 Gr.33 318" 0.0346"(ZO Ga.) 2-1/2"x 131"Wngshank Nail P T.Soulhem Pine(SG=.55) 9/16" 2-7116' � <br /> Max.DP of 50.0 Aluminum 8083 T5 3!8" 0.0773" 74 Ga. 2.1/2^x 145'Rooflng Nail P.T.Southem Pine(SG=.55) 9/16" 2-7l16' ��—�, <br /> tt12 SMS P•T.Sauthem Plne(SG=0.55) 9/16" 1�3/B" P T.Southem Pine(SG=.55) 314° t�18" r/ I`I4 <br /> st�l,18-8 S.S. Steel,A36 3I8" 0.050" #10 SMS qluminum,6063-TS 3l8' 0.0713°(14 Ga.) � �1 <br /> � Steet Stud,ABS9 Gr.33 3f8" 0.0346"(20 Ga.) (steel,18-8 S.S. <br /> a 410 S.S.) or 410 S.S.) Steel Stud,Gr.33 318' 0.0346"(20 Ga.) REINFORCENT TYPE B <br /> Aluminum,8063-T5 3/8" O.Q713" 14 Ga. St�l,A36 3/8" 0.050" <br /> 3H6"UNracon P.T.Southem Pine(SG--0.55) 7/18" 73/8" <br /> (steel) Cancrete(min.285 ksi) 1^ 1�18" { <br /> Max.DP o(60.0 Ungmuted CMU,(/�S�VI GB�� 2-1/T �'��4� ANCHORNOTES: � ! <br /> P.T Southem Pine(SG=U.55) 1" 13/8" TABLE 4:REINFORCEMENTTYPES lr-1� � <br /> 1/4'UIU2C0� Concrete(min.2&5 ksi) 1" 1-3�4" 1)'UNGROUTED CMU°VALUES MAY U <br /> (512E1) U11gt0UtEd CMU,(AS1N1 C$0) 2-117' �.q/q" BE USED FOR GROUTED CMU �te�ntorcement � <br /> arPucnnoNs. Vent MeeUng REINFORCENT TYPE C t <br /> Cancrete(min.285 ks 2-1/2" 1-3r4" Level i <br /> P.T.Souffiem Pine(SCi=�.55 1" 13/8" 2)PANHEAD,Fwrtten�ok _ (4sides) RaB (� � <br /> 114"C(BtE�'IBX Conaete(min.3.35 ksi) �" ��q^ HEXHEAD ARE ACCEPTABLE. Rl A D �j I I t <br /> (410 S.S.) U��OUtBd CMU,(ASlM C-90) 2-1/2" 1-'ll4' 3)ANCHOR LENGTH TO BE SO THAT RZ A E I�l I ii <br /> Concreta min.3.35 ksi 2-1l7' 1-3�4" A MIN.OF 3 TNREAOS EXTEND R3 B E � �� k <br /> Conciele min.3.275 ksi) 1-1l2" �3/g" BEYOND THE METAL SUBSTRATE. R4 � F REINFORCENT TYPE D ; <br /> 1/4"Aggre-0ator P T.Southem Pine(SG=0.55) 1" 1�/8" <br /> (18-8 S.S.) Un �uted CMU. STM G80) 7' � 1-1l4" <br /> � <br /> —+{ 3/4'NOM. � —�{ 3l4'NOM. � —�{ 7!B'NOM. � —� 718'NOM. � � <br /> I I I REINFORCENT'fYPE E 1, <br /> 1/8°ANNEALED OR 3116"ANNEALED OR j <br /> TEMPERED GLASS TEMPERED GLASS 5l16"A!A P1B � 5/16"AIA PVB � <br /> 1/2^AIR SPACE 3/8"AIR SPACE 7l16"AIR SPACE 3/8'AIR SPACE � � <br /> 1/8°ANNEALED OR � 3H6°ANNEALED OR 1/8"ANNEALED OR 3l18°ANNEALED OR � <br /> TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS � TEMPERED GLASS� <br /> i REINFORCENT TYPE F <br /> DURASEAL, DURASEAL, DURASEAL, � �URASEAL. ` <br /> SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER_. ; � <br /> OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL <br /> XL EDGE XL EDGE XL EDGE XL EDGE `--� ----- ( <br /> GLAZING IYPES � <br /> 4 <br /> ..��„ .., .�� t <br /> \ • �.•�{ ' ,;!q �i � <br /> ce-n000R' _�����- ' � t' � <br /> DOW-7B1 PVB INTERLAYER MANUFACTURBD BV DUPONT INC.(AKA KURARAY AMERICA,INC.) �,` j <br /> SILICONE � _ " -� ._ ? <br /> n _4:..c, <br /> � � VINYL HR WINDOW FPA(NON-IMPACT) 0 17J13l14 = � � <br /> Q vr NOM.cv�ss -- ' — <br /> BITE NP. � <br /> E�R o GLASS/ANCHOR OPTIONS om J ROSOWSKI = '� � E �° � � <br /> �,_ � <br /> � � � .m �� . �TnJy^;`'` ��/.: <br /> �m� ��• <br /> CERT.OF AUTH.829296 N N y � �.Yr J��.,� i <br /> TYP.GLAZING DETAIL 1070 TECHNOLOGY DRIVE � � 'o ` ��::�•�•``� ; <br /> N.VENICE,FL 34275 � � a . <br /> '� HR-5410 � NTS r 2 OF 4 �° FPA-5410.0 �= A LYNN MILLER,P.E. � <br /> (941}480-1600 ,� o s P.E.#58705 <br /> � <br /> L <br />